期刊文献+

砂堆雪崩幂律分布现象的解释 被引量:4

Another Explanation of Sand Pile Avalanches Power Law Distribution
下载PDF
导出
摘要 自组织临界性的提出者Per Bak认为,处于临界状态砂堆雪崩呈现幂律分布,可作为广延耗散动力系统自组织临界性存在的证据。采用真实砂堆试验和元胞自动机砂堆模拟两种方法进行研究,提出处于亚临界状态的砂堆,在向临界状态演化的过程中,砂堆在亚临界状态发生众多小规模的雪崩,越接近临界状态,系统的波动越强,大规模的雪崩也时而发生,因此在从亚临界状态向临界状态演化的过程之中,大规模雪崩的发生次数少,小规模雪崩发生的次数多,雪崩发生的规模也呈现幂律分布,并认为这种情况更具普适性。 Per Bak, the introducer of Self-organized Criticality, thought that power-law distribution was the evidence for Self-organized Criticality, and the non-characteristic scale phenomenon which was presented in extended dissipative power systems in the self-organized critical state. Per Bak' s theoretical evidence was the sand pile model in the self-organized critical state. So the real sand pile experiment and sand pile experiment simulated by computer have been carried out in our research. It can be put forward that many small-scale avalanches take place in the subcritical state in sand pile, and the closer to the critical state, the stronger the system fluctuates, then large-scale avalanches emerge now and then. So the occurrence of the large-scale avalanches is less often than the small-scale avalanches when sub-critical state approaches to the critical state. The scale of avalanches presents power-law distribution. This kind of situation is regarded to be more universal than former theories from Per Bak.
出处 《四川大学学报(工程科学版)》 EI CAS CSCD 北大核心 2007年第4期35-39,共5页 Journal of Sichuan University (Engineering Science Edition)
基金 国家自然科学基金资助项目(50278080 50478085)
关键词 幂律分布 砂堆模型 自组织临界性 power law distribution sand pile model Self-organized Criticality
  • 相关文献

参考文献9

二级参考文献25

  • 1YAO Lingkan, HUANG Yuan & LU Yang School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China,Southwestern Institute of Physics, Chengdu 610031, China.Self-organized criticality and its application in the slope disasters under gravity[J].Science China(Technological Sciences),2003,46(z1):20-30. 被引量:10
  • 2罗德军,艾南山,李后强.泥石流暴发的自组织临界现象[J].山地研究,1995,13(4):213-218. 被引量:12
  • 3国家地震局地球物理所.非线性科学在地震预报中的应用[M].北京:地震出版社,1992.146-149.
  • 4陈家杨 胡诚有.岷江都江堰河段推移质输沙率和输移量的分析[J].泥沙研究,1985,4:50-57.
  • 5[1]Bak P, Tang C, Wiesenfeld K. Self-organized criticality[J]. Physical ReviewA, 1988, 38(1): 364~374
  • 6[2]Bak P, Chen K. Self-organized criticality[J]. Scientific American,1991, 264(1): 26~33
  • 7[3]Held G A, Solina H D H, Keane D T, et al. Experimental study of critical-mass fluctuations in an evolving sandpile[J]. Physical Review Letters, 1990, 65(9): 1 120~1 123
  • 8[7]Jaeger H M, LiuC H, Nagel S R. Relaxation at the angle of repose[J].Physical Review Letters, 1989, 62(1): 40~44
  • 9[8]Rosendahl J, Vekic M, Kelley G. Persistent self-organization of sandpile[J].Physical Review E, 1993, 47(2): 1 401~1 404
  • 10[12]姚令侃.非线性科学探索推移质运动复杂性的研究[R].成都:四川联合大学,1996

共引文献104

同被引文献59

引证文献4

二级引证文献31

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部